SOYLUK K.Comparison of Random Vibration Methods for Multi-Support Seismic Excitation Analysis of Long-Span Bridges［J］.Engineering Structures,2004,26(11): 1573-1583．
[2]
ZANARDO G, HAO Hong, MODENA C.Seismic Response of Multi-Span Simply Supported Bridges to a Spatially Varying Earthquake Ground Motion［J］．Earthquake Engineering and Structural Dynamics,2002, 31(6): 1325-1345．
[3]
HAO Hong.Arch Responses to Correlated Multiple Excitations［J］.Earthquake Engineering and Structural Dynamics,1993,22(5): 389-404．
[4]
XIA Chao-yi,ZHONG Tie-yi.Numerical Analysis of the Nanjing Dashengguan Yangtze River Bridge Subjected to Non-Uniform Seismic Excitations［J］.Journal of Mechanical Science and Technology,2011,25(5): 1297-1306．
[5]
贾宏宇,郑史雄.基于场地效应的山区高墩桥梁随机地震响应分析［J］.公路交通科技,2012,29(6): 93-97,121．JIA Hong-yu,ZHENG Shi-xiong.Analysis of Random Seismic Response of High-rise Pier Bridge in Mountain Area Based on Site Effect［J］.Journal of Highway and Transportation Research and Development,2012,29(6): 93-97,121．
[6]
贾宏宇,郑史雄,陈冠桦.多维多点虚拟激励法在 ANSYS 中的应用［J］.地震工程与工程振动,2012, 32(4): 7-12．JIA Hong-yu, ZHENG Shi-xiong, CHEN Guan-hua．Pseudo Excitation Method Application of Multi-dimensional and Multi-support Excitations in ANSYS［J］.Journal of Earthquake Engineering and Engineering Vibration,2012, 32(4): 7-12．
[7]
武芳文,赵雷.考虑地震动局部场地效应的大跨度斜拉桥随机地震响应分析［J］.地震研究,2010,33 (1): 93-98．WU Fang-wen,ZHAO Lei.Stochastic Seismic Response of Long-Span,Cable-stayed Bridges under Local Site Effect ［J］.Journal of Seismological Research,2010,33(1): 93-98．
[8]
李永华,李思明.绝对位移直接求解的虚拟激励法［J］.振动与冲击,2009,28(10): 185-190,234．LI Yong-hua, LI Si-ming.Pseudo Excitation Method Based on Solving Absolute Displacement［J］.Journal of Vibration and Shock,2009,28(10): 185-190,234．
[9]
CHOPRA A K.Dynamics of Structures: Theory and Applications to Earthquake Engineering［M］.3rd.ed．Berkeley: University of California at Berkeley,2007．
[10]
ZHANG Y H,LI Q S,LIN J H,et al.Random Vibration Analysis of Long-Span Structures Subjected to Spatially Varying Ground Motions［J］.Soil Dynamics and Earthquake Engineering,2009,29(4): 620-629．
[11]
CLOUGH R W, PENZIEN J.Dynamics of Structures ［M］.New York: McGraw-Hill,1975．
[12]
Bi Kai-ming,HAO Hong.Modeling and Simulation of Spatially Varying Earthquake Ground Motions at Sites with Varying Conditions［J］.Probabilistic Engineering Mechanics,2012,29: 92-104
[13]
KIUREGHIAN A D, NEUENHOFER A.Response Spectrum Method for Multi-Support Seismic Excitations ［J］.Earthquake Engineering and Structural Dynamics, 1992,21(8): 713-740．
[14]
屈铁军,王君杰,王前信.空间变化的地震动功率谱的实用模型［J］.地震学报,1996,18(1): 55-62．QU Tie-jun,WANG Jun-jie,WANG Qian-xin.Practical PSD Ground Motion Model with Spatial Effect［J］.Acta Seismologica Sinica,1996,18(1): 55-62．
[15]
杜修力,陈厚群.地震动随机模拟及其参数确定方法 ［J］.地震工程与工程振动,1994,14(4): 1-5．DU Xiu-li,CHEN Hou-qun.Random Simulation and Its Parameter Determination Method of Earthquake Ground Motion［J］.Earthquake Engineering and Engineering Vibration,1994,14(4):1-5．
